Bridge Statistics for Cromwell, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 226ft / 68.5mTotal length
- $25,828,000Total costs
- 70,865Total average daily traffic
- 22,898Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cromwell
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 51930-1939
- 11940-1949
- 51960-1969
- 11970-1979
- 31980-1989
- 31990-1999
- 52000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 21990-1999
- Bridge Condition - Deck
- 6.3%Excellent
- 68.8%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 56.3%Good
- 18.8%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 4.0%Very good
- 4.0%Good
- 28.0%Satisfactory
- 40.0%Fair
- 4.0%Poor
- 20.0%Serious
- Bridge Condition - Culverts
- 18.2%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
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Structure Number: 552, Location: 5.1 MI N JCT SH 9 (Lat: 35.305514, Lng: -96.458958), Route carried "on" structure: State highway 56, Year Built: 1918, Year Reconstructed: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,920 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 552, Location: 5.1 MI N JCT SH 9 (Lat: 35.305514, Lng: -96.458958), Route carried "on" structure: State highway 56, Year Built: 1918, Year Reconstructed: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,920 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 567, Location: .9 MI N JCT SH 99A (Lat: 35.359789, Lng: -96.458944), Route carried "on" structure: State highway 56, Year Built: 1918, Year Reconstructed: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 567, Location: .9 MI N JCT SH 99A (Lat: 35.359789, Lng: -96.458944), Route carried "on" structure: State highway 56, Year Built: 1918, Year Reconstructed: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 3297, Location: 0.6 MI W JCT SH 56 (Lat: 35.347992, Lng: -96.470744), Route carried "on" structure: State highway 99A, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 960 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,536 (year 2040), Design Load: H 20, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.313, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 3297, Location: 0.6 MI W JCT SH 56 (Lat: 35.347992, Lng: -96.470744), Route carried "on" structure: State highway 99A, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 960 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,536 (year 2040), Design Load: H 20, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.313, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 3506, Location: 3.7 MI N JCT SH 9 (Lat: 35.284256, Lng: -96.458978), Route carried "on" structure: State highway 56, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 3506, Location: 3.7 MI N JCT SH 9 (Lat: 35.284256, Lng: -96.458978), Route carried "on" structure: State highway 56, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 5609, Location: 2.4N & 1W OF CROMWELL (Lat: 35.375700, Lng: -96.476667), Route carried "on" structure: County highway N3670, Year Built: 1938, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Serious, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5609, Location: 2.4N & 1W OF CROMWELL (Lat: 35.375700, Lng: -96.476667), Route carried "on" structure: County highway N3670, Year Built: 1938, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Serious, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5904, Location: .7 W OF SCHOOLTON (Lat: 35.391642, Lng: -96.470892), Route carried "on" structure: County highway E1120, Year Built: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Serious, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5904, Location: .7 W OF SCHOOLTON (Lat: 35.391642, Lng: -96.470892), Route carried "on" structure: County highway E1120, Year Built: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Serious, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6837, Location: .3 E OF SCHOOLTON (Lat: 35.391775, Lng: -96.454081), Route carried "on" structure: County highway E1120, Year Built: 1939, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $82,000, Total Project Cost: $236,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6837, Location: .3 E OF SCHOOLTON (Lat: 35.391775, Lng: -96.454081), Route carried "on" structure: County highway E1120, Year Built: 1939, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $82,000, Total Project Cost: $236,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8034, Location: 2.5N & 2.1W OF CROMWELL (Lat: 35.377081, Lng: -96.496247), Route carried "on" structure: County highway 6704C, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8034, Location: 2.5N & 2.1W OF CROMWELL (Lat: 35.377081, Lng: -96.496247), Route carried "on" structure: County highway 6704C, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 15817, Location: .4 MI E SEMINOLE C/L (Lat: 35.386217, Lng: -96.433697), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,050 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 11,280 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $2,092,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15817, Location: .4 MI E SEMINOLE C/L (Lat: 35.386217, Lng: -96.433697), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,050 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 11,280 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $2,092,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15818, Location: .4 MI E SEMINOLE C/L (Lat: 35.386608, Lng: -96.433644), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,450 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 11,920 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $2,092,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15818, Location: .4 MI E SEMINOLE C/L (Lat: 35.386608, Lng: -96.433644), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,450 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 11,920 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $1,232,000, Total Project Cost: $2,092,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15952, Location: 17.4 MI E POTT. C/L (Lat: 35.384678, Lng: -96.468803), Route carried "on" structure: Interstate 40, Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 23,680 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.109, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 68.6m (225.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $691,000, Total Project Cost: $1,173,000 ( Estimate for 2015)
Structure Number: 15952, Location: 17.4 MI E POTT. C/L (Lat: 35.384678, Lng: -96.468803), Route carried "on" structure: Interstate 40, Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 23,680 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.109, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 68.6m (225.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $691,000, Total Project Cost: $1,173,000 ( Estimate for 2015)
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Structure Number: 16138, Location: 17 MI E POTT. C/L (Lat: 35.384403, Lng: -96.476681), Route carried "on" structure: County highway N3670, Year Built: 1964, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: I-40 UNDER, Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.385, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16138, Location: 17 MI E POTT. C/L (Lat: 35.384403, Lng: -96.476681), Route carried "on" structure: County highway N3670, Year Built: 1964, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: I-40 UNDER, Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.385, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18293, Location: 2.4 MI N JCT SH 99A (Lat: 35.380528, Lng: -96.458931), Route carried "on" structure: State highway 56, Year Built: 1972, Year Reconstructed: 1989, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $1,031,000, Total Project Cost: $1,750,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18293, Location: 2.4 MI N JCT SH 99A (Lat: 35.380528, Lng: -96.458931), Route carried "on" structure: State highway 56, Year Built: 1972, Year Reconstructed: 1989, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $1,031,000, Total Project Cost: $1,750,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20946, Location: 2.1 N 2.6 W HWY 48 I 40 (Lat: 35.433253, Lng: -96.423450), Route carried "on" structure: County highway N3700, Year Built: 1985, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $110,000, Total Project Cost: $319,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20946, Location: 2.1 N 2.6 W HWY 48 I 40 (Lat: 35.433253, Lng: -96.423450), Route carried "on" structure: County highway N3700, Year Built: 1985, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $110,000, Total Project Cost: $319,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22234, Location: 5 MI N JCT SH 9 (Lat: 35.304219, Lng: -96.458969), Route carried "on" structure: State highway 56, Year Built: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,920 (year 2040), Design Load: HS 20, Features Intersected: LITTLE WEWOKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.045, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $392,000, Total Project Cost: $664,000 ( Estimate for 2015)
Structure Number: 22234, Location: 5 MI N JCT SH 9 (Lat: 35.304219, Lng: -96.458969), Route carried "on" structure: State highway 56, Year Built: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,920 (year 2040), Design Load: HS 20, Features Intersected: LITTLE WEWOKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.045, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $392,000, Total Project Cost: $664,000 ( Estimate for 2015)
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Structure Number: 22235, Location: 1.5 MI N JCT SH 99A (Lat: 35.368256, Lng: -96.458925), Route carried "on" structure: State highway 56, Year Built: 1989, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: HS 20, Features Intersected: BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $404,000, Total Project Cost: $686,000 ( Estimate for 2015)
Structure Number: 22235, Location: 1.5 MI N JCT SH 99A (Lat: 35.368256, Lng: -96.458925), Route carried "on" structure: State highway 56, Year Built: 1989, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: HS 20, Features Intersected: BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $404,000, Total Project Cost: $686,000 ( Estimate for 2015)
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Structure Number: 23587, Location: 1 S & .3 W OF SCHOOLTON (Lat: 35.377211, Lng: -96.464744), Route carried "on" structure: County highway 6704C, Year Built: 1994, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.23m (20.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $175,000, Total Project Cost: $508,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23587, Location: 1 S & .3 W OF SCHOOLTON (Lat: 35.377211, Lng: -96.464744), Route carried "on" structure: County highway 6704C, Year Built: 1994, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.23m (20.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $175,000, Total Project Cost: $508,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24343, Location: 2.5 S & .9 E OF CROMWELL (Lat: 35.304617, Lng: -96.442883), Route carried "on" structure: County highway E1180, Year Built: 1995, Status: Open, Structure Length: 5.04m (16.54ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: LITTLE WEWOKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.12m (26.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $228,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24343, Location: 2.5 S & .9 E OF CROMWELL (Lat: 35.304617, Lng: -96.442883), Route carried "on" structure: County highway E1180, Year Built: 1995, Status: Open, Structure Length: 5.04m (16.54ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: LITTLE WEWOKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.12m (26.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $228,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24906, Location: 1.7 N & 1 W OF CROMWELL (Lat: 35.365772, Lng: -96.476575), Route carried "on" structure: County highway N3670, Year Built: 1997, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 70 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.33m (20.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $178,000, Total Project Cost: $516,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24906, Location: 1.7 N & 1 W OF CROMWELL (Lat: 35.365772, Lng: -96.476575), Route carried "on" structure: County highway N3670, Year Built: 1997, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 70 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.33m (20.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $178,000, Total Project Cost: $516,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26367, Location: 1.5 N & .2 W OF CROMWELL (Lat: 35.362553, Lng: -96.462933), Route carried "on" structure: County highway E1140, Year Built: 2002, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,062,000, Roadway Improvement Cost: $1,205,000, Total Project Cost: $2,295,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26367, Location: 1.5 N & .2 W OF CROMWELL (Lat: 35.362553, Lng: -96.462933), Route carried "on" structure: County highway E1140, Year Built: 2002, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,062,000, Roadway Improvement Cost: $1,205,000, Total Project Cost: $2,295,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26368, Location: 1.5 N & .1 W OF CROMWELL (Lat: 35.362536, Lng: -96.461567), Route carried "on" structure: County highway E1140, Year Built: 2002, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,062,000, Roadway Improvement Cost: $1,205,000, Total Project Cost: $2,295,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26368, Location: 1.5 N & .1 W OF CROMWELL (Lat: 35.362536, Lng: -96.461567), Route carried "on" structure: County highway E1140, Year Built: 2002, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,062,000, Roadway Improvement Cost: $1,205,000, Total Project Cost: $2,295,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28808, Location: JCT I-40/S.H. 56 (Lat: 35.385836, Lng: -96.458939), Route carried "on" structure: State highway 56, Year Built: 2007, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: HL 93, Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.860, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.99m (32.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,790,000, Roadway Improvement Cost: $2,953,000, Total Project Cost: $5,011,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28808, Location: JCT I-40/S.H. 56 (Lat: 35.385836, Lng: -96.458939), Route carried "on" structure: State highway 56, Year Built: 2007, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: HL 93, Features Intersected: I-40 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.860, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.99m (32.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,790,000, Roadway Improvement Cost: $2,953,000, Total Project Cost: $5,011,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29268, Location: 1S .2E OF SCHOOLTON (Lat: 35.377267, Lng: -96.454469), Route carried "on" structure: County highway E1130, Year Built: 2008, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $110,000, Total Project Cost: $351,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29268, Location: 1S .2E OF SCHOOLTON (Lat: 35.377267, Lng: -96.454469), Route carried "on" structure: County highway E1130, Year Built: 2008, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $110,000, Total Project Cost: $351,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31013, Location: 1.9N 1E OF BUTNER (Lat: 35.289444, Lng: -96.441389), Route carried "on" structure: County highway N3690, Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31013, Location: 1.9N 1E OF BUTNER (Lat: 35.289444, Lng: -96.441389), Route carried "on" structure: County highway N3690, Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3147, Location: 9.98 MI. E JCT S.H. 99 (Lat: 35.348056, Lng: -96.494444), Route carried "on" structure: State highway 99A, Year Built: 2019, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 520 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 728 (year 2040), Design Load: HL 93, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 25.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3147, Location: 9.98 MI. E JCT S.H. 99 (Lat: 35.348056, Lng: -96.494444), Route carried "on" structure: State highway 99A, Year Built: 2019, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 520 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 728 (year 2040), Design Load: HL 93, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 25.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32924, Location: .9 E OF SCHOOLTON (Lat: 35.377308, Lng: -96.443008), Route carried "on" structure: County highway E1130, Year Built: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Serious, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 32924, Location: .9 E OF SCHOOLTON (Lat: 35.377308, Lng: -96.443008), Route carried "on" structure: County highway E1130, Year Built: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Serious, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 32928, Location: 1 MILE W OF CROMWELL (Lat: 35.370886, Lng: -96.476639), Route carried "on" structure: County highway N3670, Year Built: 2017, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 70 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Serious, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 32928, Location: 1 MILE W OF CROMWELL (Lat: 35.370886, Lng: -96.476639), Route carried "on" structure: County highway N3670, Year Built: 2017, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 70 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Serious, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 16138, Location: 17 MI E POTT. C/L (Lat: 35.384403, Lng: -96.476681), Route carried "under" structure: Interstate 40, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 36%, Features Intersected: I-40 UNDER, Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 27.385, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 16138, Location: 17 MI E POTT. C/L (Lat: 35.384403, Lng: -96.476681), Route carried "under" structure: Interstate 40, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 36%, Features Intersected: I-40 UNDER, Facility Carried by Structure: CO. RD.
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 27.385, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 28808, Location: JCT I-40/S.H. 56 (Lat: 35.385836, Lng: -96.458939), Route carried "under" structure: Interstate 40, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 36%, Features Intersected: I-40 UNDER, Facility Carried by Structure: S.H. 56
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 29.026, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 28808, Location: JCT I-40/S.H. 56 (Lat: 35.385836, Lng: -96.458939), Route carried "under" structure: Interstate 40, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2020), Truck Traffic: 36%, Features Intersected: I-40 UNDER, Facility Carried by Structure: S.H. 56
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 29.026, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)